bd - sw1 - siteworks plan

draw

ing

regi

ster

S . P:PROJECT NO. 04-29

APR. 04DATE :

S . P:PROJECT NO.

01.06.19DATE :

APR. 04DATE : S.NDRAWN :

Phone : 3400 287 Fax : 3400 185 Mobile : 9990 626Email : [email protected]

26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS

ARCHITECTS

DESIGN CONSULTANTS

PROJECT MANAGERS

INTERIOR DESIGNERS

QS

CLIENT

STRUCTURAL ENGINEER

SERVICES ENGINEER

COUNCIL

NFA \ OHS

TENDER

ISSUED TO:DATE OF ISSUE

E=Email, D=Disk, P=Paper

QS

CLIENT

STRUCTURAL ENGINEER

SERVICES ENGINEER

COUNCIL

NFA \ OHS

TENDER



QS

CLIENT

STRUCTURAL ENGINEER

SERVICES ENGINEER

COUNCIL

NFA \ OHS

TENDER



QS

CLIENT

STRUCTURAL ENGINEER

SERVICES ENGINEER

COUNCIL

NFA \ OHS

TENDER



DRAWINGNUMBER DRAWING TITLE REVISION DRAWING

NUMBER DRAWING TITLE REVISION DRAWINGNUMBER DRAWING TITLE REVISION DRAWING

NUMBER DRAWING TITLE REVISION

FENCE SITEWORKS

*

01.0

6.19

BD - SW1

BD - SW3 *BD - SW4

*BD - SW6

BD - SW7**

17-001

FENCE ELEVATIONS

SITEWORKS PLAN SHOWING FENCE LAYOUT

FIJI FOOTBALL ASSOCIATION PROPOSED GOAL IV PROJECT VUNIMOLI ROAD, LABASA.NADI.

P

FENCE SECTION

BD - SW2 *ENLARGED FRONT FENCE PLAN & FENCE ELEVATION A

FENCING (BD)

TENDER ISSUE03.06.19

FENCE SECTION

SLIDING GATE DETAIL

*FENCE ELEVATIONS

BD - SW5

BD - E0 *FENCE ELECTRICAL PLAN

ELECTRICAL DRAWINGS

12

34

56

78

9

1011

1213

1415

1617

1819

2021

2223

2425

2627

2829

3031

3233

prin

ter

ph

oto

copi

er

TV

Ch

ang

e R

oo

m1

Ch

ang

e R

oo

m2

Shr.

Shr.

Shr.

Shr.

Shr.

Shr.

Shr.

Shr.

L'd

ryS

tora

ge

Ma

leDu

ct

Sh

r.

Cln

rs

Fe

ma

le

Do

me

tary

( 32

Be

ds

)

Lo

bb

y

Rec

epti

on

Fil

ing

Bo

ard

Ro

om

Gen

eral

Off

ice

Off

ice

F

Ma

le

Pa

ntr

y

Ute

nsi

lC

lng

Kit

chen

Din

ing

Hal

l

Wa

lkw

ay

Wa

lkw

ay

Wa

lkw

ay

Co

ach

1

Co

ach

2

Ensuite

Ensuite

Walkway

Wa

lkw

ay

TV

RL

= 3.9

00

RL

= 3

.80

0

RL = 3.800

RL

= 3

.85

0

RL

= 3

.80

0

D1

D2

D3

D4

D5

D6

D7

D8

D9 D

10D

11D

12D

13

D14

D15

D16

D17

D18

D19

D20

D21

D22

WD

1

D23

D24

D25

SD3SD

4D

26

D27

D28

D29

D30

D31

D32

D33

D34

D36

D35

D37

D38

SD1

SD2

W1

W2

W3

W4

W5

W6

W7

W8

W9

W10

W11

W12W13W14

W17

W16

W15

W18 W19 W20 W21 W22

W37

W23

W24

W25

W26

W27

W28

W29

W30

W31

W32

W33

W34

W35

W36

W38

W39

RL

= 3.9

00

RL

= 3.9

00

RL

= 3.9

00

RL

= 3.9

00

RL

= 3.9

00

RL

= 3.9

00

RL

= 3.9

00

RL

= 3.9

00

RL = 3.800

RL

= 3

.75

0

Col

dB

ath

dp

dp

tv

dp

Bed

room

2

Wc

Shr

tv

Clo

the

s L

ine

dp

dp

Pan

el 1

IC

IC

IC

IC

ICICIC

IC

IC

IC

IC

IC

ICIC

ICIC

ICIC

IC

IC

IC ICICIC

IC

IC

IC

7 965

BD

RY LIN

E

92 55

2 BOUNDARY L

INE

112 8

49 B

OUNDARY LIN

E

91 667 BOUNDARY LINE







FENCE ELEVATION - H

FENCE ELEVATION - G

FENCE

ELEVATION - E

FENCE E

LEVATIO

N - D

FENCE ELEVATION - B

ELEV

ATI

ON

- A

FENCEELEVATION - C

FENC

E

ELEVATIO

N - F

FEN

CE

Lot 1M 11844a 0r 9p

Lot 1M 12374a 3r 16p

Vehicular crossing to councils standard

Allow to fill existing open drains

PH

.- 34

00 2

87 ,

FAX

. - 3

400

185

AR

CH

ITE

CTS

,DE

SIG

N C

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k ex

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em.

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red

dim

ensi

ons

shal

l be

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in

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fera

nce.

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rges

t sc

aled

draw

ings

sha

ll ta

ke p

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ck a

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AN

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CE

LAYO

UT

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17-0

01FI

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OO

TBA

LL A

SSO

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N

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D G

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AD27

.05.

19

SITEWORKS PLANSCALE 1:1000

Driveway

RL = 5.600

RL = 5.600

RL = 5.600

RL = 5.600

Batter Slope, Refer Sheet A1 for details


GROUND #1.PROPOSED FOOTBALL PITCH

FUTURE FOOTBALL PITCH

GROUND #2.

BD

Allow to fill existing open drains

Fence to be 50mm setback from boundary line




Refer sheet BC - SW1 for enlarged driveway plan & detail

NOTE:

D Provide 100mm wide 2 pack paint to top ofslab for carpark marking and direction arrow

C Contractor to fill planter with garden soil allplanting to be done by others

B Confirm all dimensions on site prior toconstruction

Check all boundary pegs prior to constructionA Refer Hydraulics drawing for enlarge drainage plans

EConcrete plinth for water Tank, exact plinth size to be confirmed on site, allow for soft broom finish

Water Tank

Allow to discharge all storm water to nearest roadside drain

3.340

3.410

3.470

3.060

140° 04' 00"ACCESS ROAD

Cloth

es L

ine

dp

Panel

1

6100

Boundary Line

fence to be 50mm setbackfrom boundary line

A

sliding gate asper detail

SG1

Boundary Line

300

300

2550

1168

0

2624

300

200

Entry

/ Exit

Lawn(RL = 5.600)

Driveway - Ramp Up

(RL = 3.410)

6m Building Line

3m Building Line

ENLARGED FRONT FENCE PLAN& FENCE ELEVATIONS A

PH.- 3400 287 , FAX. - 3400 185

ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS

Email : [email protected]


Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :

:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

SW231.05.19

NOTES DATEREV.

S.A.G/K.K.M

17-001FIJI FOOTBALL ASSOCIATION

LABASA.

PROPOSED GOAL IV PROJECT

VUNIMOLI ROAD


BD

1SW5

1SW5

1SW5

2200

FENCE ELEVATION - ASCALE 1:75

SG1

1800

400

150mm concrete blockwall plasteredand painted from bothsides as perArchitects instruction


sliding gate asper detail

3200

1000

3200

1000


PART OF ENLARGED FENCE PLANSCALE 1:100

400

300 6100 300 11680

400 x 200mm concrete column plasteredand painted from allsides as perArchitects instruction

300 x 300mm concrete column plasteredand painted from allsides as perArchitects instruction

2200

NOTE:

2. ALL INTERMEDIATE POSTS & BRACING TO BE 50 DIA. GALVANISED "C" GRADE

3. ALL CORNER POSTS TO BE 75 DIA. GALVANISED "C" GRADE PIPES

1. ALL STEEL WORKS TO BE PAINTEDWITH RUST GUARD & 2 COATS OFFINISHING AS PER ARCHITECTSINSTRUCTION

3190

4155

4155

FENCE ELEVATION - BSCALE 1:200

6670 57605 6783041

55

4155

4155

4155

FENCE ELEVATION - CSCALE 1:200

FENCE ELEVATION - DSCALE 1:200

FENCE ELEVATION - ESCALE 1:200

50dia post spaced at 2.4m max 50dia post spaced at 2.4m max

50dia post spaced at 2.4m max48800


FENCE ELEVATIONS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

SW303.06.19

NOTES DATEREV. 17-001

M.N.N/A.U.PFIJI FOOTBALL ASSOCIATION

LABASA.


VUNIMOLI ROAD

NOTE:

C All steel works to be painted with rust guardand 2 coats of finishing as per Architectsinstruction


Check all boundary pegs prior to constructionA

KEY NUMBER REFERENCE:


4155


FENCE ELEVATION - FSCALE 1:200

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

3

5 4

8

66

4SW6

4SW6

4SW6

4SW6

4SW6

4SW6

200mm concrete blockwall plastered andpainted from bothsides as per Architectsinstruction

1

2 150mm concrete blockwall plastered andpainted from bothsides as per Architectsinstruction

3 1800 wide chain link mesh on 3 strands #8 wire

4 50 dia. galv. pipe post at 2.4m max.ctrs

5 50 dia. galv. pipe bracing

6 75 dia. galv. corner pipe post

Ground line inside boundary7

Ground line outside boundary8


BD

1

4 57

8

6

32

5 4 663

1 8

88 3 3

5 46 65

8 8 83 3 3 3

5 5 54 4 4 66

3333

5 4

8 8 8

6 65 44 5

1SW5

4SW6

3SW6

4155

4155

FENCE ELEVATION - GSCALE 1:200

FENCE ELEVATIONS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

03.06.19

NOTES DATEREV. 17-001

M.N.N/A.U.PFIJI FOOTBALL ASSOCIATION

LABASA.


VUNIMOLI ROAD

4155

50dia post spaced at 2.4m max

4155

4155

50dia post spaced at 2.4m max

FENCE ELEVATION - H (Continue)SCALE 1:200

Join

t lin

e

Join

t lin

e

FENCE ELEVATION - H (Continue)SCALE 1:200

50dia post spaced at 2.4m max43825 8835

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

Bou

ndar

y Li

ne

4356

1

3 6545

2 1 1

7 7

8 8

1

436 3 65 5 535 4 34

2 2 2 2 28 88

7 7

6 3 654

2

3545 345 3

2 2 2 2 28 88

7 77

3SW6

3SW6

4SW6

4SW6

111335

100055

4SW6

4SW6

NOTE:

C All steel works to be painted with rust guardand 2 coats of finishing as per Architectsinstruction


Check all boundary pegs prior to constructionA

KEY NUMBER REFERENCE:200mm concrete blockwall plastered andpainted from bothsides as per Architectsinstruction

1

2 150mm concrete blockwall plastered andpainted from bothsides as per Architectsinstruction

3 1800 wide chain link mesh on 3 strands #8 wire

4 50 dia. galv. pipe post at 2.4m max.ctrs

5 50 dia. galv. pipe bracing

6 75 dia. galv. corner pipe post

Ground line inside boundary7

Ground line outside boundary8 TENDER ISSUE03.06.19

SW4BD

1SW5

TENDER ISSUES03.06.19

FENCE SECTIONS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

SW531.05.19

NOTES DATEREV.

S.L / D.C


LABASA.

PROPOSED GOAL IV PROJECTVUNIMOLI ROAD BD

NOTE:ALL BLOCKWORK TOBE FULLY GROUTED

30

200 1200

250

1800

500

1000

FENCE SECTIONSCALE 1:20

1SW2

300

HD12 Ø horiz. barsin bond blocks atevery 2nd course

200mm thick solid blockwall plastered & painted bothsides

100 dia. novaflo pipe in300 x 300 clean gravelsurround wrapped inA12 BIDIM geotextilefabric, discharge tonearest drain

300 wide (min) free-draining clean rivergravel fill

BIDIM A14 geotextilelapped & sawn

75

HD10 Ø bars at150mm ctrs

HD12Ø bars at175mm ctrs

1-HD16Ø bar

HD16 dia verticalbars at 200 ctrs

NOTE: Fill in all cavatiesfor 200mm concreteblockwall

400


2-HD12Ø bar @ 200 ctrs

Provide 2 coats of XYPEX waterproofingwith 12mm plaster prior to backfillingof retaining wall

30

200 1200

250

500

1000


2SW1

300


200mm thick solid blockwall plastered & painted bothsides




75



1-HD16Ø bar


NOTE: Fill in all cavatiesfor 200mm concreteblockwall

400



Provide 2 coats of XYPEX waterproofing with 12mm plaster prior to backfilling of retaining wall.

150 micron visqueen DPCor approved equivalentwater-proof membraneon 50mm sand blindingand 100mm hardcore fill

Concrete driveway withsoft broom finish

150

600

1800

Well compacted fillin 200mm layers.

Boun

dary

Lin

e

Bui

ldin

g Li

ne

2 layers 665 mesh

Driveway - Ramp

NEW GL.RL = 5.600

GL. RL = 3.410

NEW GL.RL = 5.600

GL. RL = 3.410

PH

.- 34

00 2

87 ,

FAX

. - 3

400

185

AR

CH

ITE

CTS

,DE

SIG

N C

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26 M

AR

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OA

D ,

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.BO

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AU

SO

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I IS

LAN

DS

Cop

yrig

ht r

eser

ved

in a

ll d

raw

ings

and

the

wor

k ex

cute

d fro

m th

em.

Figu

red

dim

ensi

ons

shal

l be

read

in

pre

fera

nce.

La

rges

t sc

aled

draw

ings

sha

ll ta

ke p

rece

denc

e.

Che

ck a

lldi

men

sion

s o

n s

ite.

All

disc

repa

ncie

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hall

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edia

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SW6

01.0

6.19

18-0

20FE

NC

E SE

CTI

ON

S


FIJI

FO

OTB

ALL

ASS

OC

IATI

ON

LABA

SA.

PRO

POSE

D G

OA

L IV

PR

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VU

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RO

ADB

D

400

3 - 12 dia bars 10 dia ties @200 ctrs

200

400

min

.

ground level

150mm blockwallplastered & paintedfrom bothsides

55

P.V.C capping

50 dia. 'C' grade galv. pipe post at 2.4m max. ctrs

1800

50 dia. 'C' grade galv. pipe top rail

3600mm high galv. chain link

1800

Allow to wrap 3.15 dia galv. binding wire continously to tie chain link mesh with top rail pipe

100

400

GL.

200 1200

250

1800

500

1800

GL.


3SW3

300





75



400



Provide 2 coats of XYPEX waterproofing with 12mm plaster prior to backfillingof retaining wall

50m

m b

dry

set b

ack P.V.C capping

200mm blockwallplastered & paintedfrom outside


2550

2 row No. 8 wire

1 - 16 dia bar inbond beam

50 dia. 'C' grade galv. pipe bottom rail

2 row No. 8 wire

Allow to wrap 3.15 dia galv. binding wire continously to tie chain link mesh with bottom rail pipe


2 row No. 8 wire

100

55

Allow to wrap 3.15 dia galv. binding wire continously to tie chain link mesh with bottom rail pipe

NOTE: Allow to fill all cavatiesin concrete blockwall

Allow to wrap 3.15 dia galv. binding wire continously to tie chain link mesh with top rail pipe

50m

m b

dry

set b

ack

1-HD16Ø bar

50 dia. 'C' grade galv. pipe bottom rail

50 dia. 'C' grade galv. pipe top rail

50 dia. 'C' grade galv. pipe post at 2.4m max. ctrs


4SW3


500 X 500

600

50 dia. C grade galv. pipe post

Mass conc.

Fish tailed end

TYP. PIPE POST DETAILSCALE 1:10

400

200

2-D16 bars R10 ties @ 200mm ctrs

400 x 200mm concrete block column plastered and painted from bothsides as per Architects instruction

TYP. 400 x 200 BLOCK COLUMN SECTIONSCALE 1:10

NOTE: KEY NUMBER REFERENCE:5 Selected adjustable rubber rollers bolted to

plate as shown

7 65 x 65 x 2.5mm Gal. tube frame

8 75 x 75mm angle welded to D10 dia bar @300mm ctrs

9 4 - D12 dia bars D10 dia ties @ 200mm ctrs

10 D10 dia bars welded to angle @ 300mm ctrs

6 Selected 'V' slotted roller

16 dia solid bars @ 100mm ctrs welded togate frame, allow to paint as per Architectsinstruction

1

2 3mm thick stainless steel bracket to suite gateheight

3 Concrete column, refer detail for reinf.

4 3mm thick galv. 'L' angle plate bracket dynabolted to concrete wall with 2 - 16 dia dynabolts

11 2 layer 665 mesh

12 Gate motor as per Services EngineersDrawings, installed as per ManufacturersSpec.

Confirm all dimensions on site prior toconstruction

A

B All steel works to be painted with rustguard and 2 coats of finishing as perArchitects instruction

SLIDING GATE DETAILS

PH.- 3400 287 , FAX. - 3400 185





:

:

:SHEET TITLE DESIGN

DRAWN

DATE

SCALE

S . P PROJECT NO.

SHEET NO.

REV.

PROJECT

AS SHOWN

SW731.05.19

NOTES DATEREV.

S.A.G / D.C


LABASA.

PROPOSED GOAL IV PROJECTVUNIMOLI ROAD BD


REFER ENLARGEDDETAIL - 1

33

6100 - Gate Opening

7100 - Gate Length

1000

SG1 12

7

SLIDING GATE PLANSCALE 1:25

6100 - Gate Opening

7100 - Gate Length

1000(S

tain

less

Ste

el B

rack

et T

o Su

ite G

ate

Hei

ght)

2150

100 100100 100 100

SLIDING GATE ELEVATIONSCALE 1:25

SG1

67

1

3

1SW7

4

OUTSIDE

INSIDE2

7

60 30

110 2

25

ENLARGED DETAIL - 1

SECTION N.T.S

1SW7

Driveway

6530

100

220

150

200

4

5

7

1

7

1

7

6

8

11

10 9

OUTSIDEINSIDE

3

3

bd - sw1 - siteworks plan

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